15 05 18 Kyle Johnson Portfolio

kyle johnson selected portfolio works

resume

CONTACT 2920 Deakin Street, Apartment 4, Berkeley, CA 94705 Email: KYLE.A.JOHNSON.90@GMAIL.COM Phone: 251.786.1460 EDUCATION UNIVERSITY OF CALIFORNIA, BERKELEY College of Environmental Design Master of Architecture, Post Professional, 3.57 gpa AUBURN UNIVERSITY School of Architecture, Planning, and Landscape Architecture Bachelor of Architecture - Summa Cum Laude, 3.85 gpa University of Arkansas, Rome Center

EXPERIENCE SHoP CONSTRUCTION SERVICES, LLC 3 month internship, SRR3: Bangalore, India Part of a team five person team providing design development ervices and construction documents for a 10 story office building RURAL STUDIO Part of a four person team responsible for the design and con-

Fall 2014- Present berkeley, ca 2008 - 2013 auburn, al rome, italy

Summer 2014 new york, ny

2012 - 2014

greensboro, al

struction of outdoor fitness equipment landscape project in a

40-acre recreational park.

SHoP CONSTRUCTION SERVICES, LLC 3 month internship, B2 Brooklyn at Atlantic Yards: Part of a five person team producing fabrication and production drawings for the construction of a 32-story modular tower.

Summer 2012 new york, ny

ACTIVITIES AND HONORS BERKELEY CIRCUS Selected to present two research topics to Berkeley distinguished fellows and alumni.

PROJECT HORSESHOE FARM Mentorship and tutoring of middle school students in a lowincome school n basic math skills.

Spring 2015 berkeley, ca 2013 - 2014 greensboro, al

AIA HENRY ADAMS CERTIFICATE 2nd highest gpa in the 2013 School of Architecture graduating class.

2013

1st Place NOMA Student Competition Part of a team of four responsible for designing the winning proposal for the Vine City Walk, incorporating retail spaces, grocery store, visitor center, and 500 car parking deck that can be adapted to meet future housing needs.

2011

SCHOLARSHIPS Graduate Opportunity Fellowship Materials and Methods Scholarship Spirit of Auburn Scholarship Architecture Departmental Scholarship Homer B. Tasker Scholarship Cooper Carry Scholarship SKILLS Proficient in Rhino, Grasshopper, AutoCAD , Revit, Adobe Creative Suite, Vray Working knowledge of Ecotect, Navis Works, 3ds Max, Sofistik Physical Watercolor, Hand-drafting, Wood Working, Laser Cutter

contents

graduate

01 02

massive infinite office space mobile digital fabrication

professional

03

srr3 bangalore, india

04

b2 atlantic yards brooklyn, ny

undergraduate

05

lions park fitness greensboro, al

06

sketches and drawings selected works

6

massive

01 massive infinite office space fall 2014- present

The provocation of the “massive� project is to question authorship in design. By designing infinite office space, once must design a system that can infinitely generate design space. This forces the designer to relinquish direct authorship, maintaining only deferred authorship of what is actually produced by the designed system. In this scenario, the system is designed in the form of a game. The game has clear rulesets in hopes that any infinite number of generations produce a similar result. However, by designing with systems and rulesets, new patterns and results emerge, many of which have the potential to defy convention. By allowing the design of a game to directly correlate the layout of an office space, the same deviation from convention can occur. In this game design, two players use opposing game pieces that represent service cores, courtyards, workspace, common space, and circulation. The result of one instance of game play then becomes the basis for a structurally optimized shell that defines the architecture of the office space.

massive

7

game rules

ROUND 1

TWO PLAYERS SHOULD PLACE PIECES TO CREATE ALTERNATING, OVERLAPPING NETWORKS

PLAYER 1 (SERVICE CORE)

NO CLUSTERS

ROUND 2

8

(COURTYARD)

NO TOUCHING

PLAYERS SHOULD MAKE AS MANY CONNECTIONS AS POSSIBLE BETWEEN BLACK PIECES

PLAYER 1

PLAYER 2

(CIRCULATION)

(CIRCULATION)

NO DOUBLE WIDES

ROUND 3

PLAYER 2

NO CORNER CONNECTIONS

PLAYERS WILL ALTERATE AND COMPETE TO OCCUPY AS MUCH SPACE AS POSSIBLE

massive

PLAYER 1

PLAYER 2

(WORK SPACE)

(COMMON SPACE)

game play This is an example of once instance of gameplay unfolding overtime between two players.

massive

9

10

massive

game instance to office layout Using one instance of gameplay, a surface input is defined with points that correspond to the game pieces. This surface is then manipulated through funicular form finding software RhinoVault, placing support points and surface openings according to original input points.

game generation

surface uv division in RhinoVault

delete lines based on transparent game pieces

force line relaxation in RhinoVault

project support points base on black piece game location

force line relaxation and form generation in RhinoVault massive

11

section model This model is intended to be representative of a portion of the office space where the service cores are located. Here, the shell touches the ground while providing access to the green roof. through a large stair.

12

massive

massive

13

14

mobile

02 mobile digital fabrication spring 2014- present

Investigating the data driven design techniques at the smallest scale, the “mobile� project explores digital fabrication techniques. This project is heavily influenced by research led by Professor Simon Schleicher, focusing on the possibilites of prestressed compliant structures. This group project, consisting of a team of four, investigates the possibilites of bending, slitting, and kerfing flexible surfaces. By selecting birch plywood as a flexible material, we will use the CNC mill as our primary tool for digital fabrication.

mobile

15

case studies: bending and locking The project is heavily influenced by previous projects that were successful in the investigation of bending, slitting, and locking wood surfaces. In order to enhance our understand of these projects, we each did a smaller series of tests cuts and models.

eth zurich + london aa(emtech) pavilion

16

mobile

london aa(emtech) fingers crossed pavilion

mit kerf pavilion

schindler salmeron zip shape

mobile

17

form finding through bending simulation The four previous projects led us to the development of a simple “surface + seat” parti for our superfurniture. Using two heavy seats and a light, pliable surface canopy, we hope to create a reconfigurable piece of furniture. Using form finding Grasshopper plugin Kangaroo, we can predict the form the canopy with each new seat configuration. With this tool we have identified three main figurations for the seat: the “L”, “T” and “H”.

furniture parti: surface(canopy) + seat

conch “L”

18

mobile

scallop “T”

triton “H”

physical testing While the digital simulation is helpful as a design tool for predicting geometry, physical testing is more important as a way to quickly gauge the realities of material selection. Using paper and wood testing, we can quickly understand the limits of different materials and seat configurations.

conch “L”

scallop “T”

triton “H”

mobile

19

full scale mockup In order to quickly begin testing the discrepancies between digital simulation and true material performance, we constructed a full scale mockup of 1/4” birch plywood.. Using a standard 1/8” CNC milling bit, we used more dense kerfing patterns in areas of tighter curvature, such as the seat, and more loose patterns where we want to achieve a “soft zone” of bending.. We are also currently in the process of attempting to make the seat as miniimal and light as possible and are therefore investigating ways to brace and triangular the seat.

20

mobile

mobile

21

final installation As part of the final exhibit for this project, we constructed a full scale portion of a canopy and seat configuration. The installation included six seats in total, with a completed overhead canopy to begin defining an interior enclosure. In addition to lessons learned from the previous full scale mockup, completing a larger version with an canopy began to show a variety of material properties and behaviors there were not anticipated, such as horizontal thrust and torsional rolling. Through trial and error and improvisation, we accounted for these issues by affixing the seats to the floor and creating seat outriggers to prevent rolling.

22

mobile

mobile

23

24 srr3 rendering courtesy of SHoP Architects

03 srr3 bangalore, india summer 2014

SRR3 is the third and final building to occupy this media company headquarters in Bangalore, India.

One of the unique and interesting challenges of the project was the idea of utilizing top-down construction. In this scenario, structural cores and foundation were first constructed, which would then act as assembly pads and hoists for each slab to be poured, raised into place, and secured, starting from the roof slab assembly.

srr3

25

site plan and CUB buildings While I had an opportunity to work on multiple aspects of this project, I was primarily responsible for the development of the site plan and the central utility buildings. This included coordination with civil engineers accounting for green space requirements, vehicular circulation, and water management.

The design of the CUB buildings involved coordination with mechanical, electrical, structural, and water management consultants.

26

srr3

CHANGING CUB

MEP CUB

WATER TREATMENT CUB

srr3

27

6'

4'

3'

1'

office layout The simple office plan consisted of a central “knuckle� with one structural core and was flanked by two wings which each had three structural cores.

Conference rooms were clustered at the cores to permit on open plan in the remainder of the wings.

T'

R'

O'

Z'D

L'

I'

Z'C

F'

typical office floor C'

12

10

6 2550

5300 A'4H

UP

9

7

A'3G

1

AA

28

srr3

CC

FF

HH

C

F

Z'B

I

L

Z'A

O

R

T

renderings courtesy of SHoP Architects

interior view of lockers on typial office floor

exterior view of ground floor

lobby view in the “knuckle” srr3

29

building section_wing A

AIRCRAFT OBSTRUCTION LIGHT PER THE AIRPORT AUTHORITY REGULATIONS 4'

AA

BB

CC

DD

3'

2'

EE

FF

GG

1'

HH

A

B

C

D

E

F

G

Z'B

H

I

J

K

L

M

Z'A

1000

5'

30

srr3

FOB

FOG

E OS

FOB

FOG

E OS

FOB

FOG

E OS

FOB

FOG

E OS

IFOG

FOB

FOG

E OS

IFOG

FOB

FOG

E OS

IFOG

FOB

FOG

E OS

IFOG

FOB

FOG

E OS

IFOG

FOB

FOG

E OS

IFOG

FOB

FOG

E OS

IFOG

FOB

FOG

E OS

FOB

FOB

T

S

TOP OF BEACON 1

2

A'G 3

A'H 4

5

6

12-Top of Structure 50760

3510

1147

51907

E OS

FOG

FOB

IFOG

E OS

FOG

FOB

IFOG

E OS

FOG

FOB

45510

3010 1050

WING EMR 42500 10-Roof 41450

WING EMR 42500 10-Roof 41450

4050

IFOG

Knuckle-PHR 11-PHR

4050

1050

3010

1740

Freight EMR 47250 Knuckle-PHR 11-PHR 45510

09-Ninth 37400

09-Ninth 4050

4050

37400

08-Eighth 33350

08-Eighth 4050

4050

33350

07-Seventh

07-Seventh 29300

E OS

FOG

FOB

4050

IFOG

4050

29300

06-Sixth

06-Sixth 25250

FOG

FOB

4050

E OS

05-Fifth

05-Fifth 21200 4050

4050

21200

04-Fourth

04-Fourth

17150

17150 4050

4050

03-Third

03-Third

13100

13100 4050

9050 4050

01-First

01-First 5000

5000 00-Ground +876

5000 00-Ground +876 0

0 AS-Assembly Slab +875.9

AS-Assembly Slab +875.9

1700

FOB

-100 Formed Ground

-100 Formed Ground 2300

FOG

02-Second

9050

-150 T.O. TYP Elevator Pit -1700 BG-Below Ground +872 -4000 T.O. Mat Slab +871 -5000 MS-B.O. +869.5

-150 T.O. TYP Elevator Pit -1700 BG-Below Ground +872

1000

E OS

02-Second

-4000 1500

IFOG

4050

25250

4050

R

4050

Q

5000

P

1700

O

15001000 2300

N

T.O. Mat Slab +871 -5000 MS-B.O. +869.5 -6500

-6500

srr3

31

WATER CUB 4

4

5-A-221

5-A-221

5-A-200

5-A-200

01

01

B'4

B'4

B'4

B'3

B'2

1

1

3

5-A-221

5-A-221

5-A-340

DN

3000

3500

2%

OPEN TO BELOW

B'3

B'3

2%

03

2

24200

2%

4800

4500

8000

OPEN TO BELOW

5-A-500

5-A-340 OPEN TO BELOW

2

2

5-A-221

5-A-221

5-A-200

4750

02

1

B'2

02

OPEN TO BELOW

2%

5-A-200

5-A-340

3000

4

B'2

5-A-340

OPEN TO BELOW

B'1

B'1

B'A

B'B

B'A

B'C

B'B

B'C

4 5-A-221 4 5-A-221

5-A-200 01

B'4

B'4 B'B

B'C STAIR 05-00-ST1

1

1

5-A-221

5-A-221

AERATION TANK

1

05-00-102

5-A-480

SLUDGE HOLDING TANK 05-00-103

B'3

B'3

SECONDARY CLARIFIER TANK 05-00-104

EQUIPMENT AREA 05-00-101

CLARIFIER TANK 05-00-105

5-A-200

02

2

2

5-A-221

5-A-221

B'2

B'2

B'1

B'1

CHEMICAL STORAGE 05-00-108 SOFTENED WATER 05-00-106

ULTRA FILTERED WATER 05-00-107

B'A

32

B'B

srr3

B'C

B'A

B'B

B'C

B'A

B'4 B'4

B'3

B'2

B'4

B'1

B'3

B'1

B'2

1 3

5-A-221

5-A-340

BUILDING 5 TERRACE FLOOR

8000

8000

BUILDING 5 FIRST FLOOR

BUILDING 5 FIRST FLOOR

3500

3000

BUILDING 5 TERRACE FLOOR

B'3

4500

03

2

4500

5000

4800

4500

8000

PEN TO ELOW

2 5-A-480

5-A-500

5-A-340

00-Ground +876

00-Ground +876

0

0

2 5-A-221

5-A-340

4750

4

B'2

PEN TO ELOW

BUILDING 5 SERVICE FLOOR 1

5-A-340

3000

-4750 1

BUILDING 5 SERVICE FLOOR 02 -7750

B'1

B'C

B'4 B'B

B'C

B'C

B'A

B'B

B'A

1 5-A-221

1

BUILDING 5 TERRACE FLOOR

BUILDING 5 TERRACE FLOOR

8000

8000

BUILDING 5 FIRST FLOOR

BUILDING 5 FIRST FLOOR

4500

4500

5-A-480

B'3

BUILDING 5 GROUND FLOOR LIP 500 00-Ground +876

00-Ground +876 0

0

02

2

5-A-500

5-A-221

B'2

BUILDING 5 SERVICE FLOOR 1 -4750

BUILDING 5 SERVICE FLOOR 02 -7750

B'1

B'C

srr3

33

MEP CUB

2

2

1

1

2

2

1

1

4-A-221

4-A-221

4-A-221

4-A-221

4-A-221

4-A-221

4-A-221

4-A-221

4-A-201

4-A-201

02

02

C'9

9900

9900

C'9

9900

C'9

9900

10203

10203

375

375 9900

375

31755

31755

MECHANICAL ROOM

MECHANICAL ROOM

04-00-101

04-00-101 B1

B1

B1

01 4-A-500

01 4-A-500

B1

6290

2410

2410

6290

450

450 C'8 C'8

C'8

4105 C'7

3050

2158 842

2108

C'5

C'5

1058

842

C'5

2500

2500

3000

C'3

C'3

C'3

1251

04-00-106

1342

04-00-106

C'4

04-00-105

C'F

C'F

FD1

11700

11700

FD1

04-00-106D

04-00-106D

C'2

650

03

03

03 1

4-A-220

4-A-220

DSK-54.1 4-A-220

W2G

W2G

STAIR

04

DN

04-00-107

PIPE CUTTING 04-00-107

04-00-108

400

04-00-ST2

OFFICE

PIPE CUTTING

04-00-108

04-00-107

04-00-107

653

5900

5900 04

UP

UP

4-A-500

C'1

C'1

02 4-A-500

2199

RFG. MEP.

6854

6500

5346

6854

5346

C'A

C'B

srr3

C'H

C'C

13405

13405

5400

5400

375

375 300

300

6500

6854

6500

5346

02

C'C

5346

C'D

C'G

C'D

C'A

C'H

C'A

C'B

C'H

C'C

5400

5400

300

300

4-A-200

38105

38105

C'G

13405

13405 02

4-A-200

38255

C'B

6854 02

4-A-200

4-A-200

34

375

375 3000

653 STACK 2199EXHAUST

38255

C'H

C'1

04-00-106E

02

C'A

04 4-A-500

375

375

6500

OFFICE 04-00-108

4-A-500

02 4-A-500 3000

STACK EXHAUST RFG. MEP.

04-00-108

400

3280

DN 04-00-105B

04-00-ST2 04-00-104B

3280

STAIR

04 4-A-500

04-00-106E

375

5900

5900

5900

04-00-105B

C'2

650

C'2

04-00-106

04-00-106

04-00-104B

2599

A1

A1

2599

5000

5000

7500

04-00-106C

7500

C'F

04-00-106C

04-00-104

3000

04-00-105 MECHANICAL ROOM

22000

10000

22000

04-00-104

MECHANICAL ROOM

C'4

MECHANICAL ROOM

MECHANICAL ROOM MECHANICAL ROOM

MECHANICAL ROOM

3000

04-00-104A

04-00-104A

04-00-106B

C'4

1251

5000

5000

04-00-106B

1342

3000

2900

1058

5850

19005

19005

13555

13555

C'6

2108

04-00-106A

2950

425

C'6

C'6 04-00-106A 04-00-105A

04-00-105A

C'7

892

2158

04-00-102

2900

04-00-103

4002

4002

04-00-103

C'7

MECHANICAL ROOM

892

3050

04-00-103

3050

B1

B1

04-00-102

4105

4100

4100 2551

MECHANICAL ROOM

STAIR 04-00-ST1

04-00-ST1B

RESTROOM

04-00-103

6500

STAIR

04-00-ST1B

RESTROOM

2551

02 4-A-220

UP

UP

04-00-ST1

01

04-00-ST1A

04-00-ST1

UP

4-A-220

6500

2395

STAIR

2950

6500

04-00-ST1A

04-00-102

04-00-102

4-A-201

STAIR 04-00-ST1

02 04-00-101B

DN 4-A-220

400

UP

04-00-101B

400

2300

2300

DN

2395

02

C'B

C'C

C'G

C'D

C'G

C'D

C'D

C'G

2880

C'C

02-Second

02-Second

9050

9050

01-First

01-First 2

5000

5000

4-A-501

1 4-A-501

00-Ground +876

00-Ground +876

0

0

14 RISERS@ 178mm MAX 1630

---

BG-Below Ground +872 -4000

BG-Below Ground +872 -4000

C'8 02 4-A-220

DN

C'G

C'D

DN

C'8 02

04

DN

4-A-500

4-A-220

C'1

C'C

C'G

srr3

35

A-1 core penetration drawings

3 4

2

9200

1

A'H

A'G R

O

14500

12-Top of Structure

12-Top of Structure

50760

600

50760

6990

4300

2500

300

700

410

Knuckle-PHR 11-PHR

1115

45510

Knuckle-PHR 11-PHR 45510

480

910

510

1280

1040

450

750

480

10-Roof

10-Roof 300

41450

1 3-A-805

7830

220

2860

2784

226

460

41450

09-Ninth 37400

09-Ninth 37400

08-Eighth 33350

08-Eighth 33350

07-Seventh

07-Seventh

29300

29300

06-Sixth

06-Sixth

25250

25250

05-Fifth

05-Fifth

21200

520

04-Fourth 17150

04-Fourth 17150

03-Third 13100

03-Third 13100

FLR 2-8 TYP

6470

5830

600 1240

21200

4310 02-Second

02-Second 9050 600

FLR 1-8 TYP

900 2250

2500

2780

LINK BEAMS 50 MM BELOW LEVEL: FLRS 01-09 SEE STRUCTURAL

600

390

9050

01-First 4310

600

00-Ground +876 0

3544

2989

301

T.O. TYP Elevator Pit -1700 7337

7515

0

260

420

-100

301

00-Ground +876

263 1310

AS-Assembly Slab +875.9

260

7515

400

AS-Assembly Slab +875.9 -100 T.O. TYP Elevator Pit -1700

4220

1115

5000

3720

2701

8070

01-First

5000

3200

1350

390 3722

LINK BEAMS 100 MM BELOW GROUND LEVEL, ALIGN W/ ASSEMBLY SLAB SEE STRUCTURAL

1240

900

520

6460

BG-Below Ground +872 -4000 T.O. Mat Slab +871 -5000 MS-B.O. +869.5 -6500

36

srr3

T.O. Mat Slab +871 -5000 MS-B.O. +869.5 -6500

9200

A'G

O

A'H

R

14500

12-Top of Structure

12-Top of Structure

50760

50760

700

300

1500

2240

Knuckle-PHR 11-PHR

11-PHR Knuckle-PHR 45510

410

45510

360

1400

10-Roof

10-Roof

300

1030

2340

900

1870

41450

900

41450

2130 2570

1140

09-Ninth 37400

09-Ninth 37400

08-Eighth 33350

08-Eighth 33350

07-Seventh

07-Seventh

29300

29300

06-Sixth

06-Sixth

25250

25250

05-Fifth

05-Fifth

21200

21200

04-Fourth 17150

04-Fourth 17150

03-Third 13100

03-Third 13100

3770 1570

02-Second

450

1400

1500

2240

02-Second

350 2450

400

400

900

2450

5000

417

1110

00-Ground +876

3400 2880

2630 1890

450 2998

3770 3520

LINK BEAMS 100 MM BELOW GROUND LEVEL, ALIGN W/ ASSEMBLY SLAB SEE STRUCTURAL

DOOR R.O. EXTENDS 50 MM BELOW LEVEL, FLRS 01-09 SEE STRUCTURAL 01-First

1400 400

1570 900

5000

450

640 DOOR R.O. EXTENDS 50 MM BELOW LEVEL, FLRS 01-09 SEE STRUCTURAL

2440

01-First

450 860

3060

LINK BEAMS 50 MM BELOW LEVEL: FLRS 01-09 SEE STRUCTURAL

9050

2570

6329

00-Ground +876 0

0

P.O. 8 ABOVE ASSEMBLY SLAB

T.O. Mat Slab +871

1170

P.O. 5 BELOW ASSEMBLY SLAB

260

2030

AS-Assembly Slab +875.9

520

-100 250

2670

4220

AS-Assembly Slab +875.9 -100 T.O. TYP Elevator Pit -1700

3490

2200

1000

FLR 1-8 TYP

9050

T.O. Mat Slab +871

-5000

-5000

MS-B.O. +869.5 -6500

MS-B.O. +869.5 -6500

srr3

37

A-1 core section

4

3

2 1

9200

3

4

R

O

14500

12-Top of Structure 50760

12-Top of Structure 50760

Freight EMR 47250

Freight EMR 47250

11-PHR 45510

Knuckle-PHR 11-PHR 45510 3 3-A-516

10-Roof 41450

10-Roof 41450

09-Ninth 37400

09-Ninth 37400

08-Eighth 33350

08-Eighth 33350

07-Seventh 29300

07-Seventh 29300

06-Sixth 25250

06-Sixth 25250

05-Fifth 21200

05-Fifth 21200

04-Fourth 17150

04-Fourth 17150

03-Third 13100

03-Third 13100 2 3-A-516

02-Second 9050

02-Second 9050

01-First 5000

01-First 5000

2500

1 3-A-516

00-Ground +876 0

00-Ground +876 0

AS-Assembly Slab +875.9

255

AS-Assembly Slab +875.9 520

260

-100 -100

3490

4220

1168

T.O. Mat Slab +871 -5000 MS-B.O. +869.5 -6500

T.O. Mat Slab +871 -5000 MS-B.O. +869.5 -6500

38

srr3

9200

O 3

R

4

14500

12-Top of Structure 50760

12-Top of Structure 50760

Freight EMR 47250

Freight EMR 47250

Knuckle-PHR 11-PHR 45510

11-PHR Knuckle-PHR 45510

6 3-A-516

WING EMR 42500 10-Roof 41450

10-Roof 41450

09-Ninth 37400

09-Ninth 37400

08-Eighth 33350

08-Eighth 33350

07-Seventh 29300

07-Seventh 29300

06-Sixth 25250

06-Sixth 25250

05-Fifth 21200

05-Fifth 21200

04-Fourth

7 3-A-485

04-Fourth

17150

17150

03-Third 13100

03-Third 13100

5 3-A-516 02-Second 9050

02-Second 9050

01-First 5000

01-First 5000

4 2500

3-A-516

1310 260

00-Ground +876 0

00-Ground +876

P.O. 8 ABOVE ASSEMBLY SLAB

5870

420

-100

300

6680

-100 -1700

4220

400

3670

1460

3720

-1700

P.O. 5 BELOW ASSEMBLY SLAB

AS-Assembly Slab +875.9 T.O. TYP Elevator Pit

T.O. TYP Elevator Pit

300 2990

3540

AS-Assembly Slab +875.9

260

1110

260

0

BG-Below Ground +872 BG-Below Ground +872

-4000

-4000

T.O. Mat Slab +871

T.O. Mat Slab +871

-5000

-5000 MS-B.O. +869.5 MS-B.O. +869.5

-6500

-6500

srr3

39

40 b2courtesy atlantic yards rendering of SHoP Architects

04 b2 atlantic yards brooklyn. ny summer 2012

B2 at Atlantic yards is a 32-story modular residential tower, the first of three new residential towers that will be placed next the Barclays Center arena, part of the $4.9 billion, 22-acre Atlantic Yards project in Brooklyn. The three new residential buildings will be situated along the southern and eastern elevations of the arena site fronting Dean Street, Flatbush Avenue, and 6th Avenue, and will contain a total of approximately 1500 units of new residential housing. B2 contains 363 units and at 32 stories will be the tallest modular building in the world. SHoP Construction acts as Project Integrator, providing model integration as well as supply chain management of production models and drawings. During my time with the company, I worked on the development of production drawings of prototype modules for installations on the factory floor. I also helped develop the initial stages SHoP Factory Analytics, a developmental tool linking multiple platform programs to analyize and facilitate optimal factory operations.

b2 atlantic yards

41

renderings courtesy of SHoP Architects

42

b2 atlantic yards

seed units Seed units were master modules that repeated throught a series of floors.

These seed units vary depending on the floor , addressing the need to provide multiple types of apartments acording to bedroom needs.

b2 atlantic yards

43

b2 modular protoype The prototype was a full scale mock-up testing not only material finishes, but more importantly the fluidity of the modular construction process within the factory setting. For the first half of the internship, I primarily focused on the development of production drawings for the prototype.

13

12

14 C

MOD 1223

MOD 1225

H

MOD 1222

MOD 1224

N

44

b2 atlantic yards

1225 1223 1324 1322

1224 1222

b2 atlantic yards

45

production drawing workflow The production drawings produced on-site installation instructions(visual work instructions), quantity take offs and schedules(bill of material drawings), and bills of assemblies for onsite assembly materials(ship loose).

VISUAL WORK INSTRUCTIONS

FACTORY

KEYPLAN/ BOM DRAWINGS PRODUCTION DRAWINGS BILL OF ASSEMBLIES

PART/ BOM DRAWINGS

WALL PANEL SHOP

VERSAROC SHOP

MILLWOR SHOP PIPE SHOP

= DRAWINGS = ASSEMBLIES 46

b2 atlantic yards

RK

FIELD

B2 FIELD POD WORKCELL

GROUP TECHNOLOGY WORKCELL

SHIP LOOSE

b2 atlantic yards

47

SHoP modular factory analytics This was a developmental tool aimed at the optimization of factory operations. This is possbile by using the tool to identify and reduce factory resource waste, optimize factory supply chaing integration, and improve the factory rate of installation.

48

b2 atlantic yards

autodesk revit

microsoft excel

outputs specific wall attributes according to wall size, number of studs, assembly type, and location.

sorts and outputs wall fabrication sequence according to production rate formula parameters

microsoft project

navisworks manage

uses formulas in excel to create graphic schedules and drive the sequence animation

visualization of installation using schedule and geometry to produce an animation.

b2 atlantic yards

49

50 lions timothy park fitness photo credit: hursley

05 lions park fitness greensboro, al fall 2012- spring 2014

As the seventh phase of development of Lions Park, a recreational park in Greensboro, AL, the Rural Studio received a grant from the Alabama Department of Public Health to install fitness equipment. I, along with three teammates, took advantage of the opportunity, purchasing machines with a red powdercoat finish and allowing them to act as contrasting sculptures in the landscape.The machines take advantage of the natural shade of trees, beautiful surrounding forested landscape, and pastoral views beyond the site. There is a total of seven workout stations, all of which rely on a user’s bodyweight to provide resistance, collectively providing a full body workout. The equipment sits on pourous metal grating platforms, connected by a dark gray flagstone pathway that provides stable footing while moving between each piece of equipment.

lions park fitness

51

lions park history Lions Park was established in 2005 by the Greensboro chapter of the Lions Club. Since its beginning, the 40 acre recreation park has been developed in phases to now include centralized baseball fields, basketball courts, a skate park, playground, rodeo arena, boy scout hut, and one mile walking trail.

lions park 2005

52

lions park fitness

lions park 2014

lions park fitness

53

selecting and responding to the site In choosing a site, we wanted to find a location that took advantage of existing shade while maintaining proximity to the walking trail. This location just south of the football field also happened to offer beautiful views of the pastoral Alabama landscape. Due the natural beauty of the site, we new that our interventions should be as light as possible, being sure to only highly what was already existing. We therefore conceptualize our project as floating scultpures in the landscape that highlighted existing conditions.

the concept: sculpture floating in the landscape

54

lions park fitness

The fitness trail abuts the existing walking path, and connects five plaforms, one of which bridges across to reconnect to the walking path in a different location. The trail widens to create the “endpoint�, a larger space where the stationary bars are located.

lions park fitness

55

the equipment We selected of total seven piecs of equipment, four of which are movable and three of which are stationary bars. All of the equipment rely on ones own body weight to provide the resistance. Collectively, the seven machines offer a full body workout with a range of difficulties to accomodate all users.

air walker

muscles worked

56

lions park fitness

leg press

chest press

rowing

pull up bars

push up bars

dip bars

lions park fitness

57

58 lions timothy park fitness photo credit: hursley

lions park fitness

59

the path To ensure accessibility of the machines to all park users, we choose to create a “stone river� path waythat meanders through the site and connects to each platform. Each stone was hand crafted with chiseling tools, widening at each point where the path meets the platform.

path materiality iterations

60

lions park fitness

lions park fitness

61

the platform After many iterations in an attempt to address the existing language of the park, we decided to use s 2 1/2� metal grate with enough structural capacity to cantilever and support moving equipment. The porous platforms allow the passage of water and sunlight to the site. We chose to use a dark, rusted patina finish to blend into the environment and allow the red machines remain the focus of the project.

platform materiality iterations

62

lions park fitness

full scale support structure iterations of wood

full scale mockup of galvanized vs rusted finish

lions park fitness

63

64

lions park fitness

lions park fitness

65

crafting views in the landscape We were careful with placement of each machine and platform, being sure to provide each machine with a unique experience of the landscape it inhabits.

66

lions park fitness

lions park fitness

67

construction We were responsible for all aspects of construction and assembly of the project. This process included operation of heavy machinery for concrete pier placement, path excavation and preparation, and welding, assembly, and finishing treatment of the metal grate platforms.

2.5” heavy-duty grating

4”x6”x 1/4” steel angle

2”x2”x 1/4” steel tube

1” solid square tubing

8” steel plate assembly two 8” steel plates with 1” steel tube spacers 1/2” stainles anchor bolts

1’ diameter concrete piers #4 reinforced rebar cage

68

lions park fitness

concrete piers

stone pathway

platform assembly

platform treatment and coating

lions park fitness

69

70

lions park fitness

lions park fitness

71

72

sketches and drawings

07 sketches and drawings fall 2008 - spring 2014

This section contains a collection of work performed throughout my undergraduate career while at Auburn, the Rural Studio, and abroad in Rome, Italy.

sketches and drawings

73

rural studio chair drawing As part of a seminar class during my thesis year, we were encouraged to explore, document, and analyze, and reimagine a chair of our choosing through drawing.

74

sketches and drawings

This drawing was intended to reimagine the chair at the scale of a building. The simple geometric details harken to similar geometries of Kahn’s National Assembly, inspiring the monumentality of the drawing.

sketches and drawings

75

rome travel abroad: ways of seeing In order to fully take advantage of the lessons Rome has to teach, we were encouraged to see with more than just our eyes. Through drawing, we had the opportunity to understand relationships and discover anomalies that one would otherwise fail to recognize.

76

sketches and drawings

representing materiality As part of a longstanding tradition in Construction Methdos, students are also required to do handconstructed drawings of buildings that utilize materials of current class discussions. The two drawings shown are both of buildings by Tadao Ando. The Japanese Pavilion to the left is an beautiful example of wood construction, while the drawing below is one of Ando’s masterful works of concrete.

sketches and drawings

77